Summary for Test 2024-11-07-30-5

Test performed: AASHTO T313-22

Project Information

Project IdentifiersProject ID: 994522
DEA: 010F7604
EFIS: 0116000060
DIST-CO-RTE-PM01-DN-199-28.1/28.1
Award Date01/26/2023
Closeout Date09/22/2025
Work DescriptionRehab Idlewild Maint Station
Location DescriptionNot set
QA Service Level1 (Verified on 03/15/2023)

Sample Information

Sample Taken Date11/07/2024 Sample Unique Key30
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/13/2024
Sample typeVerification A brief description of the sample64-16
The quantity of what the sample constitutes1 CAN OF BINDER From where was the sample collectedSource
First name of sampler or witnessed byLEE Last name of sampler or witnessed byRENICK
Title of samplerTET Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameAlbina - Klamath Falls, OR Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form637147 Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeAsphalt Binder Performance GradePG 64-16
ModifiedNo Lot number
Sublot number Tank number
Time of sample HMA Supplier
Certified Asphalt SupplierAlbina Asphalt (Klamath Falls Plant) - Klamath Falls OR MultigradeNo
Multigrade Type Asphalt Binder Mix Number

Test Details

DIME Sample ID: 2024-11-07-30
DIME Test ID: 2024-11-07-30-5
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T313-22: Standard Method of Test for Determining the Flexural Creep Stiffness of Asphalt Binder Using the Bending Beam Rheometer (BBR)
Test Release Date: 2025-01-28

Test Results


Input Type: Calculated
Tester's full name: Alexis Vargas-Bastida
Date of test: 12/20/2024
Time test started: no data
Flags issued by software during test: no data
Correlation coefficient (R²): 0
Regression coefficient a: no data
Regression coefficient b: no data
Regression coefficient c: no data
Load at time 0.0: 0.0 mN
Deflection at time 0.0 s: 0.000 µm
Load at time 0.5 s: 0.0 mN
Deflection at time 0.5 s: 0.000 µm
Load at 60.0 s: 0.0 mN
Beam deflection 60.0 s: 0.000 µm
Measured Stiffness Modulus 60.0 s: 54.000 MPa
Estimated Stiffness Modulus 60.0 s: no data
Difference between stiffness moduli 60.0 s: no data
Estimated m-value 60.0 s: 0.398
General comments (publicly viewable) (Max 1000 characters): BBR

Test was verified on 1/28/2025